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LEGEND: <br />PROPOSED STORM SEWER EXISTING CM_ <br />EXISTING ELECTRIC BOX <br />UTILITY GENERAL NOTES <br />1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL <br />2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH <br />UTILITY RELOCATIONS <br />MAY AFFECT THIS WORK AND NOTIFY <br />Jr <br />OWNER OF ANY CHANGES CONTACT LOCAL UTILITY COMPANIES <br />PROPOSED WATER LINE EXISTING CULVERT <br />T EXISTING TREE LINE <br />< PROPOSED SANITARY SEWER m <br />fb PROPOSED FITTING FOIMO IRl9V PIPE _ <br />FOIMO CAST IRON MONUMENT <br />• PROPOSED MANHOLE -INLET CASTING - < <br />EXISTING UNDER GROUND ELECTRIC <br />EXISTNG OVERHEAD ELECTRIC <br />TELEPHaYE <br />EXISTNG PEDESTAL <br />EXISTING STCRAI SEWER <br />EXISTING SANITARY SEWER <br />FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK. <br />1. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PLAN AND EXISTING UTILITIES, PARTICULARLY WITH EXISTING <br />STRUCTURES AND/PAVEMENTS TO REMAIN. <br />A. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AS EXIST IN THE FIELD AND AS REPRESENTED WITHIN THE PLANS AS SHOWN <br />AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. <br />SET, RPE <br />PROPOSED MANHOLE - SOLID COVER T ypL, Y <br />' <br />M NEW GATEVALVE N BOX EXISTING FENCE <br />EXISTING WETLAND AREA <br />EXISTING WATERMAIN <br />EXISTING MANHOLE <br />5. WATER LINE TO BE MINIMUM B.O FEET DEPTH BELOW FINISHED <br />6. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT PONT <br />T. ILL CROSSING ELEVATIONS OF NEW UTILITIES A SIZES OF EXISTING <br />B. ALL SANITARY SERVICE PIPE AND FITTINGS WILL BE PVC SDR <br />GRADE. <br />OF CONNECTION WITH NEW SANITARY <br />UTILITIES ARE BASED ON ASSUMED <br />26. <br />LINE PRIOR TO INSTALLING ANY NEW UTILITIES. <br />ELEVATIONS AND SIZES PRDVIDED BY THE SURVEY. <br />50® <br />IS <br />K <br />,M NEW WALL MOUNT INDICATOR VALVE Xe0 SqG ea4/NCS <br />PROPOSED RIP RAP EXISTING PIXE '} <br />EXISTING HYDRANT <br />9. ALL WATER PIPE AND FITTINGS WILL BE AWWA C-9DD. <br />10. ALL HOPE STORM SEWER SHALL BE DIAL WALL. ALL RCP STORM <br />DEWATERING REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE <br />SEWER SHALL BE CLASS 3 PIPE. <br />SHALL BE TREATED PRIOR <br />SCALE <br />TD BEING DISCHARGED OFF OR SURFACE <br />FEET <br />I <br />B PROPOSED SANITARY CLEANOUT EXISTING GUY AN— <br />EXISTING FLARED ENO SECTION <br />► PROPOSED FLARED END ENSRNG CATCH BASIN <br />SECITOJ <br />EXISTING RSV VALVE <br />II IF IS <br />THE DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEAN WATER. <br />12. STATIONING REFERS TO ROAD CENTERLINE. <br />13. DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. <br />14 TOP OF CURB ELEVATIONS ARE TO MOUNTABLE CURB SECTION AND FOR CASTING R-35D1-TB UNLESS <br />-SITE INTO A WATER. <br />SCALE: I" = <br />NOTED FOR B-61B CURB SECTION FOR CASTING R-3067-V. <br />5D' <br />1 l <br />_3 <br />15. 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